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1X4 1I2" DRYWALL DOOR JAMB (REFER 1 X 4 1!2" DRYWALL DOOR JAMB REFER 1 X 4 DRYWALL ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX. 8" DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS ., 1 X 4 3/16"0 X 3" LONG FURRING 71/2" 1 X 4 FURRING 3/16"0 X 3-1/2" LONG '' "' #5 REBAR (TYP,) #5 REBAR (TYP,) 3J4" PLYWOOD DECKING GLUED AND NAILED W18d COMMON @ , 3-1/4" LONG X 3/16"0 FURRING TAPCONS 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 ATTACHED WALL SHEATHING TO BLOCK@ SPACING ,� 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 1X8 2-ROWS INTO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED PER MANUFACTURE MASONRY THROUGH „ —1 /2 DETAIL MASONRY THROUGH 311 DETAIL D. 90° HOOK (TYP.) STD. 90" HOOK (TYP.) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS 2x BAND JOIST METAL SEAT PLATE 10d @ TOP & BTTM CHORD / FACE IL NOTE: AND (8) FACE NAILS 10d @ 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL Ll LAP SHEATHING TO BOTTOM OF BAND TRUSS VERT. WEB DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR I JOIST TYPICAL TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS " FOR CONN. DETAILS �=j �': 10d @ 12"' O.C. 1 X 4 FURRING - 2X8 P.T. WITH 3/161 X 3" +2�� NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" LONG TAPCONS SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16" O.C. WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES +5" FILLED CELL PER FOUNDATION PLAN rH'�' BUILDOUT @OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. �+ SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1890 #FOR 2 STRAPS :� ' , FILL 1st4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX �. SOLID W/GROUT •:• 2'-0" 8' , 1-PLY PRE-ENGINEERED TRUSS ' x 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ARCH BLKG. &BUCK 1 1 s % USP RT16M W/ (8) NA11 NAILS & (6) x 24' BLOCK HEADER 4" TAPCONS 1/2" DRYWALL * _ (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W! (6) 10d NAILS x 11" NAILS AND 8d NAILS AT 8„ O.C. AT BUCK 2 x 8 45^ DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE (4) 4" X 1 41' WEDGE BOLTS [ (1) STRAP = 1225 # ; (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) •.' 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' °• . �'••a '; '• ' .. SCRIBE (NOTCH) * FACE OF ARCH W/ (3) 10d NAILS • BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN :�' .�••:.�•�• ;,: :�• .. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR4 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD / * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/8"- NO REPAIR REQ'D. / X 10d NAILS @ 8" O.C. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY � 0TO TRUSS TOP CHORD FRygN T ARCH DETAIL WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" / SCALE: N.T.S. SS O.C. 12 tFl�GT + + PLYWOOD SHEATHING H 1 r-On 5r-On JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PAN 2x6 #2 SYP @ 24" O.C. - + + + + "INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED D 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS SOFFIT ° . ° D Q . o #5 BAR '� 2-0.. 8 + pD 10 Q . o D ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + CENTERED W/D ° 9T H 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ®®� o ° °� IN TOP KNOCKOUT / � EACH TRUSS o 8d NAILS @ 8" O.C. AT BUCK -- ° CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x - . - CONT. W/ (3) CONNECTOR - i> - - MONO FOOTING - : p ° ° VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE1-7 BUCK - (1) WITHIN 4;' 12d NAILS TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN --- D� AND SECTION DETAILSJACK LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. CLEAN FILL 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTEL °. STANDARD o 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION � D 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%i' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") � ' � �' � " � � ` BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" ° ' INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_g ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" 1'-0" SS SCALE: 3/4" V-0'" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC /FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE ""S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR HTT16 W/ (18) - 16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS &1 5/1 DIA. ALLM. () #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. } Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. O CD SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F• Q FILL CELL FULL HEIGHT WI OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP EDGE DISTANCE w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE U_ LU THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D p P a w d A REINFORCING AS FOLLOWS: a 1 * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o II-III-III-III-III=III; I III �- Q * PRESS PANEL REINFORCING INTO PLACE. —III=III—III—III k _ " I=III=III—I I , 0 z #5X6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ ° - -I (- EXISTING FOOTING 2-#5X6' IN CONG. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I=1 I=1 I= Q - N FILLED CELL SMOOTH. DO NO FURROW. p .D III=III= DRILL 3/4"X6" MIN. HOLE F) PACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT III=I I GRADE P. t> — _ � SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. " 6 MIN. LAP � D' o G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N REMAIN FREE OF MORTAR. NOTE: co z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. N ' r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT D I ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL - K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. o � N m N Mo o or, 00 O cNn _ ®M ® O m fd U "0 �a N cZ LL r) m Rs "= t. 0 2 d M N O U d 3 0.0 0 CO a� C6 LO o rn O A � NC B DC wG P B D® a2 zji400d ,r o z re � a ¢ rn Z) 0 Z anq�d°a� _ ^kTt-O J U Ins To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O r_4 M Z CU cl ko N CD® _j N M o a 'i fu Fa- fu N Ce S L N n Z�.�%%.. Z LU Uj to N Ln U a z LLJ W LE o I LLJ m Z Z 4 a 00 Lu Ul-2:(n0O F-arz¢U zrQ82:¢ =R:EZZ 22gW�o_j U'% 040 v = O =) w N T-� I—aoz0 O cawJ J T to Q J J tO t-1 r—I > Ln uj W � ¢zU0 LU Lo FV)mCLL) °oaFw��o`F z¢zz LU 8�w 00 u_10 W9o_ 0 u_ z W p w Q QQFon //1� L/ 0 d� � n Q O r-i 1 J O z asUj LU © 4 F " z LU U0 z z O SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. isoo JOB NO: 11-0441-0444 SHEET NO. SS tttttttttr�tttt�wes�r�r�n��rn�m�mn�ermm�n�at ttw�tt�®